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• <br />• <br />Getter -Ryan, Inc. <br />Log of Boring MW -1 <br />PROJECT Former Chevron SS #9-5775 <br />LOCATION 301 West Kettleman Lane, Lodr, CA <br />* <br />W <br />m <br />CD <br />cn <br />e <br />CL <br />w <br />Z <br />w <br />Z <br />w <br />J <br />U <br />N <br />a <br />-+ <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />Q- <br />d2 <br />x <br />o <br />Q- <br />� <br />S <br />a <br />U <br />d <br />wv <br />o <br />a <br />a <br />o <br />m w <br />a <br />m <br />rn <br />m <br />cD <br />to <br />SM <br />SILTY SAND (SH) - brown (10YR 5/4), damp, 85% <br />— <br />CL -ML <br />fine to medium sand, 15% silt <br />= <br />0 <br />MW1-46 <br />SILTY CLAY WITH SAND (CL -ML) - pale olive (5Y <br />_ <br />6/3) mottled dark yellowish brown (1OYR 4/6), damp, <br />_ <br />low plast�c�ty 45% clay, 40% silt, 15% fine sand <br />— <br />SP <br />SAND (SP) - light gray (10YR 7/2), damp, 100% fine <br />— <br />to coarse sand <br />0 <br />MWI-49 <br />50 <br />Color changes to very pale Drown (10YR 7/4) <br />_ <br />coarser fraction increses at 50 feet bgs <br />— <br />O <br />MWI-52 <br />= <br />CL -ML <br />SILTY CLAY (CL -ML) - olive (5Y 5/3), moist, low <br />— <br />25 <br />MWI-53 <br />plasticity, 55% clay, 40% silt, 5% fine sand <br />= <br />u = <br />c — <br />n, — <br />D — <br />SW <br />T <br />SAND (SW) - yellowish brown (10YR 5/8), saturated <br />o = # <br />55 <br />0 <br />MWI-55 <br />95% fine to coarse sand 5% silt <br />_ ti <br />CL -ML <br />SILTY CLAY (CL -ML) - olive (5Y 5/3), saturated <br />v =_ <br />low plasticity, 55% clay, 40% silt, 5% fine sand <br />o — <br />ML/SM <br />_ <br />SANDY SILT (ML/SM) - olive (5Y 5/3), saturated, <br />low plasticity 50% silt, 50% fine sand <br />— <br />27 <br />MWI-58 <br />= <br />sa <br />=_ <br />54 <br />MWI-81 <br />5C <br />CLAYEY SAND (SC) -light olive brown (2 5Y 5/4), <br />saturated, 80% fine to coarse sand, 20% clay <br />= <br />—_ <br />SW <br />SAND (SW) - light yellowish brown (2 5Y 8/4), <br />saturated, 100% fine to coarse sand <br />— <br />0 <br />MW1-84 5 <br />a = <br />`01,4 — <br />65 <br />Bottom of boring at 85 feel <br />{* = Not applicable, samples collected continuously <br />using split barrel sampler) <br />JOB NUMBER 346408 04 <br />Page 3of3 <br />